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HomeMy WebLinkAbout23-59194! pr"m � 001,11=11 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGR-00591 Issue Date: 031 Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department rffn�M Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS Z LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED PROPOSED USE TYPE OF CONSTRUCTION DESCRIPTION OF WORK BUILDING SIZE =BUILDING =ELECTRICAL =PLUMBING =MECHANICAL =GAS FINISHED FLOOR ELEVATIONS NEW CONSTRF--1 INSTALL SFR BLOCK R"Wircolm CX ROOFING E== ADD/ALT [ . SIGN DEMOLISH REPAIR Gomm OTHER FRAME STEEL EEM VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.P,E,C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES IN Address License #E:��� ELECTRICIAN COMPANY E� SIGNATURE REGISTERED YIN F. URR�ENYfN�� Address License #E=== PLUMBER COMPANY E;;;; SIGNATURE E=== REGISTERED FF Address License #E===== MECHANICAL COMPANY E� SIGNATURE E=== REGISTERED YIN FEE C.RRENY / N�� Address License ff j y URREN OTHER AN 'e "A COMPY e CUR Lt/ N SIGNATURE REGISTERED YIN FEE Address 15�1k"'A AW ;P, e, License # It RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus'a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Starmwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpstor, Site Work Permit for all now projects, All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely, Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone With notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Retools if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-7e0-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions° which may be more restrictive than County regulations. The undersigned assumes responsibilityfor compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBiLITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited fora misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division --Licensing Section at 727-B47- 5009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor{s) sign portions of the "contractor Moak" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may been indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended, The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy' or final power release, If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance, Furthermore, if Pasco County water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as arnended). If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that i have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'S/OWNER'SAFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations; and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance, Such agencies include but are not limited to: Department of Environmental Protection -Cypress Dayheads, Wetland Areas and Environmentally Sensitive Lands, Water/WastewaterTreatment. Southwest Florida Water Management District -Wells, Cypress Payheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls; Docks, Navigable Waterways. Department of Health & RehabilitativeServices/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement, - Federal Aviation Authority -Runways. i understand that the fallowing restrictions apply to the use of fill: - Use of fill is not allowed in Mood Zone "V° unless expressly permitted. - if the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a 'compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone 'W' in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties If use of fill is found to adversely affect adjacent properties; the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNED, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application, A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes: Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered abandoned, M It FLORIDA JURAT (F.S, 117:%-fffifirmed) ° OWNER OR AGEN 4_1 Subscribed and sw n t orof e me Who is/are personally known to me or has/have or as identification. Public Commission before me has/have r Name of Notary typed, printed or stamped Name ...,_. ,z JACQUELINE BOGES Commission # HH 326572 °`� Ex Mber 1 , 0 6 Public INSTR#2023056127 OR BK10791 PG1856 Page 1 of 1 03/31/2023 10:33 AM Rcpt: 2567248 Rec: 10.00 CAS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No. Property Identification No. 12-26-21.0030-00200-0090 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713,13 of the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT. I . Description of property (legal descriptio 2.) ZEPHYR HEIGHTS P6 5 PG 50 LOT 9 BLOCK 2 OR 7857 PG 526 a) Street Address: 39044 PARK DR ZEPHYRHILLS, Ft. 33542 2. General description of improvements REROOFING 3, Owner Information a) Name and address: ALANDA CAPPS 39044 PARK DR ZEPHYRHILLS, FL 33542 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property OWNER 4, Contractor Information a) Name and address: TRIPLE CROWN ROOFING INC 39246 SOUTH AVE ZEPHYRHILLS, FL. 33542 b) Telephone No.: 813-716.4617 Fax No. (Opt.) 5. Surety Information a) Name and address: N/A b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. bender a) Name and address: NIA T Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served; a) Name and address: N/A b) Telephone No.. Fax No. (Opt,) 8. In addition to himself, owner designates the following person to receive a copy of the L.ienor's Notice as provided in Section 713.13(l) (b), Florida Statutes: a) Name and address: NIA b) Telephone No.: — Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): STATE OF FLORIDA COUNTY OF PASCO Signature OF Owner or Owier's Authorized Officer/Director/Partner/Manager _A1.1 " Cis Print Name The foregoing instrument was acknowledged before me this& day of rQ r(- k _> 20�� , by ��dr,. l � S as (S{) �} *F' (type of authority, e.g. officer, trustee, attorne i a fact} far (name of party on behalf of whom i trument was e uted). Personally Known X_ OR Produced Identification Notary' Signature - -- Type of Identification Produced Name (print) 7L' Verification pursuant to Section 92.525, Florida Statutes, Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMSINOC.Nsd2 7° �°" _------- tpY,a TRACY J. ROWE Signanue of Natura parson Signing Abova� 3*i e MY COMMISSION # CCU 987407 o*: EXPIRES: May 12, 2024 Bonded Thru Notary Public Underwriters v State Of Florida, County Of Pasco This is to certify that the foregoing is o true and correct copy of the document on file or of public record in this office. Witness rriy an d official seal this day of � 2 � Nikki Alvarez- owl s, Esq., Clerk & Comptroller deft � � Pasco Count d By Deputy Clerk F'orce Enogneering & Testing HKI0 Ntambk"maod Draw, Tfamble. Tex'm 7,7338 phorm: (2s"W5,40,6603 Ftx' Webilkn Product Evaluation Report TRI COUNTY METALS 29 Ga. Ultra -Rib Roof Panel over 1W Wood Purfins over 15132" Plywood Florida Product Approval # 4595.17 R5 Florida Building Code 2020 Per Rule 614320-3 Method. I —D Category. Roofing SubcategoryMetal Roofing AW NON HVHZ TO County Metals 301 SE 161h Street John than Green, P.E, #88223 Florida Evaluation AIDE ID* 12901 Contents: Evaluation Report Pages 1 — 4 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ;lot I ADJACENT TO THE SEAL. o A, Q Sam PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE OR 10 VERIFIED ON ANY OELECTRONIC COPIES. CT 02 �2020 Force En�gjink,*rhig & Tc�sthiig HKA'1 Rambb"w'ood mam" ffiamthk1exaa 77M8 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2, 1504J. Product Description: Ultra -Rib Roof Panel, Min, 29 Ga. Steel, 36" Wide, through fastened roof panel over 1x4 wood purlins over one layer of asphalt shingles (optional) over min, 15/32" APA Plywood decking. Non -Structural Application. Panel Material/Standards- Material: Min. 29 Ga. Steel conforming to Florida Building Code 2020 Section 1507.4.3. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1SO7.4.3. Panel Dimension(s): Thickness: 0.015" min. Width., 36" maximum coverage Rib Height: 3/" major rib at 9" D.C. Panel Fastener: #9-15 x 1-1/2" HWH Woodgrip with seating washing or approved equal A" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2020, Section I507.4.4. Substrate Description: Min. 1x4 No. 2 SYP wood purlins, over maximum one layer of asphalt shingles/felt paper (optional) over min, 15/32" thick APA rated plywood over supports at maximum 24" OX. The 1x4 wood purlins shall be fastened to the plywood with (1) 8d x 2 X" Ring Shank Nall at 4" O.C.. Design of 1x4 wood purlins, plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance wl Florida Building Code 2020. mxmmnrnlEzY�� 1 Maximum Total Uplift Design Pressure,sY ....... .... ..... .. *Design Pressure includes a Safety Factor = 2,0, I FLO 4595.17 R5 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. . .. . ..... .. Force Engh,ee 195,1W Ranubieuafti Drive pxlrn Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section IS04.3.2, 1.504, 7, Evaluation Report Scope; The product evaluation is limited to compliance With the structural wind load requirements of the Florida Building Code 2020, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance With. • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-2012 - Uplift "rest for Roof Covering Systems • FIVE 4471-92 - Font Traffic Resistance Test Reference Data: 1_ UL 80-06 / 189 -04 uplift Test Farce Engineering & Testing, Inc. (FBC Organization #I TST-5328) Report No 1.36-002 -1.2A, B, Dated 02/16/201.2. 2. FM 4471-1:0, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No.136-007T-12C, Dated 02/16/2012 3. Certificate of Independence By.Iohnathan green, P.E. (No. 88223) @ Farce Engineering & Testing (FBC Organization # ANE ID:1.2901.) Test Standard Equivalency: The UL 187-04 test standard is equivalent to the UL 1897-2012 test standard. ;utility Assurance Entity; The manufacturer has established compliance of roof panel products in accordance With the Florida Building Cade and Rule 61G20-3.00 (3) for manufacturing tinder a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section 1507.4.2 and in accordance With Manufacturers recommendations. For slopes less than 3.1.2, lap sealant must be used in the panel side lapse installation: Install per manufacturer's recommended details. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN CAN THE DATE � GREEN ` fly" —i Fi r emu ADJACENT TO THE SEAL. ffi m PRINTED COPIES OF THIS DOCUMENT ARE NOT ' CONSIDERED SIGNED AND SEALED AND THE T SIGNATURE MUST BE ELECTRO C COPIES, T 02 202 Force Engirteering & Testing 199Y1 Mamblinx-mA, Dwive PhcqwFAX %'Vebske, Underlayment: Per Florida Building Code 2020, Section 1507.1.1 and manufacturer's installation guidelines - Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design procedure: used on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading, =`Wum "19-MI)MAJ SEALED AND THE SIGNATURE MUST BE vemrmo ON ANY ELECTRONIC COPIES. FLA 4595.17 R5 '19-93 i aiaas ble"wood fkiye 141t% m �18I3 10-d"a03 FAX, i" 80 5-1e1-9W, wl saie, pes'llup-mia IN. 29 GA. ULTRA -RIB PANEL OVER I X4 WOOD RL 9—t5 x 1 1/2" WO RP W/ REALRIC WASHER ixd WOOD PLML: TN5 12 '4" 11C° ATTACHED TO PL'Y'403D �C#WC LAYEP OF' ASPHALT V41WA (OPT10HAU EVER 15,r3P' PLWOOD E Kvs Ax» fn3 t i-o WOOD P(dRLIM 4 241 MC, ATTAINED TO MUM "/ (1) Six2 V?' RIN6 SHANK NAILS e 4' €t, ONE LAYER Or ASPHALT SHINGLES MPTIONAL) OVER ISM' PLYWOOD THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL, �. � ,., . ft 4 � S & 0SMTEOF a � 064 AL 9r �' Kirce Engineering &Tesfing 1 953ek Ram, bloixxxt Dd ve Humble, Te'xa,� Phone. (281,15+11-6603 FAX, (2811540,%1,66 29 Go. Ultra -Rib Roof Panel over IA Wood Purfins over 15132" Plywood Florida Building Code 2020 Per Rule 6IG20-3 Method. I —D Category: Roofing Subcategory: Metal Roofing rk" NON HVHZ Tri County Metals 301 SE 16111 Street Validator. Brian Saks P.Ai 70159 Contents., Evaluation Report Pages I FL# 4595.17 R5 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. -Wmw AND THE JRE MUST BE ,D ON ANY Force Enginetwivig & Testing 19530 MunfAtwoful Drin,", Huguffle"rexas rl 1.48 F'konc (!M059W'&'XA F`AX �,com Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, Sections 1504.3.2, 1504.7. Product Description: Ultra -Rib Roof Panel, Min, 29 Ga. Steel, 36" Wide, through fastened roof panel over 1x4 wood purlins over one layer of asphalt shingles (optional) over min, 15/32" APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Min. 29 Ga. Steel conforming to Florida Building Code 2020 Section 1507.4.1 Yield Strength: Min, 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, Section 1507.4.3. Panel Dimension(s): Thickness: 0.015" min. Width: 36" maximum coverage Rib Height: Y." major rib at 9" O,C. Panel Fastener: #9-15 x 1-112" HWH Woodgrip with sealing washing or approved equal 'A" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2020, Section 1S07.4.4. Substrate Description: Min. 1x4 No. 2 SYP wood purlins over maximum one layer of asphalt shingles/felt paper (optional) over min. 15/32" thick APA rated plywood over supports at maximum 24" O.C. The 1x4 wood purlins shall be fastened to the plywood with (1) 8d x 2 X" Ring Shank Nall at r O.C.. Design of 1x4 wood purfins, plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2020. Table "A" Maximum Total Uplift Design Pressure: 78.5 p5f 86,0 psf Fastener Pattern: Fastener Spacing, 24" O.C. 24"O,C. *Design Pressure includes a Safety Factor = 2A I FL 9 4595-17 RS PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. e Ha o f -R ofaht NvNm Driw, CodeCompliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1504, <2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Cade 2020, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: UL 80-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-2012 - uplift Test for Roof Covering Systems FM 4471-92 ® Foot Traffic Resistance Test Reference Data: 2. UL 580-06 / 1897-04 Uplift Test Farce Engineering & "Testing, Inc. (FBC Organization ## TST-5328) Report No.136-002 -12A, R, Dated 02/16/2012, 2. FM 4471-10, .Section 4.4 Foot Traffic Resistance Test Farce Engineering & Testing, Inca (FBC Organization ## T T-532R) Report No. 136-0027T-1 C, Dated 02/1 /2012 3, Certificate of Independence 6y 3ohnathan Green, P.E. (No. 88223) @ Force Engineering &Testing (FBC Organization # ANE ID,12901) Test Standard Equivalency, The UL 1897-04 test standard is equivalent to the UL 1897-2012 test standard, The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the FM 71-92, Foot Traffic Resistance test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 62G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity, Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section 1507.4 2 and in accordance with Manufacturers recommendations. For slopes less than 3.12, lap sealant roust be used in the panel .side laps, Installation, Install per manufacturer's recommended details. FL g .5 Force Engineering & Testing 1196"N't Ramblemead Drh-c flumblk,'I'exas 77338 ftanet (2280540-64WM FAX; (,28054V0-,"9!6'6 44"dashin gj't'Sfi"g&'q'n Underlayment; Per Florida Building Code 2020, Section 1507.1.1 and manufacturer's installation guidelines. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. F1,# 4595.17 R5 t. Tesfing 195MORatublewmd Drive i a€f)3E" i # 19 vt3 Y is FAX., ('24ti) 5.40_ W66 MIM 29 GA. ULTRA -RIB PANEL OVER I X4 WOOD PURLINS O—M x t 1/2"' t DOOGRIP W/ SEMUC WASHER Ixt WOOD :IRS e ^c9` ll-Q ATTACHED TO PLYWOOD W! tf) pd:e? F:J' RING SPI.nNK tte�tf,S E Po' ❑.f:,. QtrE f.+iYE4 � ASF+F3ALY ie¢?NGf.lriS t6f''ifQNn4.> tF4"�R FSP32" PLYUCtgii tQNEIiEa�Y�m 4�MfU,2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY J}HNATHAN GREEN CAN THE DATE ADJACENT" TO THE SEAL, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE DUST BE VERIFIED ON ANY ELECTRONIC COPIES.